Summary for Test 2016-05-06-6-2
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 209812 DEA: 04264H34 EFIS: 0414000221 COOP: 042535 |
---|---|
DIST-CO-RTE-PM | 04-MRN-101-18.6/27.7 |
Award Date | 11/05/2015 |
Closeout Date | 12/22/2017 |
Work Description | PHASE 1 OF MARIN -SONOMA NARROWS HIGH OCCUPANCY VEHICLE WIDENING PROJECT I |
Location Description | IN MARIN COUNTY IN NOVATO AND NEAR BURDELL AT VARIOUS LOCATIONS FROM SOUTH NOVATO BOULEVARD OVERCROSSINGTO 0.3 MILE NORTH OF REDWOOD LANDFILL OVERCROSSING |
QA Service Level | 1 (Verified on 09/17/2015) |
Sample Information
Sample Taken Date | 05/06/2016 | Sample Unique Key | 6 |
---|---|---|---|
Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 05/19/2016 |
Sample type | Acceptance | A brief description of the sample | Olive Ave UC Bridge Barrier Wall |
The quantity of what the sample constitutes | 6 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Nana | Last name of sampler or witnessed by | Budu |
Title of sampler | TE Civil | Telephone number of sampler | 7078122676 |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Shamrock | Transportation Laboratory (TL) Number | Unknown |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Olive Ave UC Bridge Barrier Wall |
Structure name | Olive Ave UC Mod |
Material Information
Material Type | Concrete | The concrete mix design number | 3172GG |
---|---|---|---|
The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | Unknown |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | RM Harris |
A detailed description of where the material sample was collected | Back of Truck | Where the material sample would have been placed if not sampled | Unknown |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2016-05-06-6
DIME Test ID: 2016-05-06-6-2
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-05-27
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 05/27/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 171031 lb
Maximum load on cylinder 2: 179530 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 2
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: no data
Age of specimen: 21 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength of cylinder 1: 6069.2 psi
Compressive strength of cylinder 2: 6370.8 psi
Compressive strength (to nearest 10 psi): 6220 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point FileTest graph for Cylinder Code 1 of 2
Source: Partner Data Point File
Test graph for Cylinder Code 2 of 2
Test was verified on 5/27/2016 ✔